Orange County NC Website
---------,-- <br /> MEMORANDUM <br /> TO: Board Members <br /> FROM: County Manager <br /> DATE: June 27, 1983 <br /> RE: Alternatves for Solving the Efland Elementary School and Efland Estates <br /> Sewer Problems (Revised following the 6t23/83 meeting with the Orange County <br /> School BOard and Town of Hillsborough) <br /> Work 'had:progressed through May to airang 6 financing for Efland Estates <br /> sewer relief when it was learned that the package treatment plant of the Efland <br /> Elementary School was malfunctioning to the point'it would need to be replaced. <br /> Since both the subdivision and school are contiguous to one another jt seemed <br /> beneficial to try to solve the problems through a joint project. The f011oWing <br /> outlines how this might be accomplished in so far as cost of on-site treatment. <br /> Size and Location <br /> Combined flow from the subdivision and school would be 22,600 gallons per <br /> day (GPD) which is within the County (20,000 GPO) and School (10,000 GPD) discharge <br /> permits, were they combined, (16,400 GPD) of this is attributable to the 26 houses, <br /> 7,200 to the 18 Ilots and 5,000 GPD to the School. <br /> Alternative 1, Collection and On-Site Treatment <br /> Through a County Package Plant <br /> Cost <br /> Estimatedlexpenditure would vary as to the scope of the project. Shown <br /> below are five configurations. A plant on site to treat the combined flow would <br /> need to be located to the north of the subdivision and school on one to two acres <br /> of land. 'Gravity would enable waste water to flow to the plant without pumping. <br /> Repair Existing 26 Houses <br /> Plant Plus 16 26 Houses <br /> for School 26 Houses Undeveloped 18 Lots, 26 Houses, <br /> —Alone Alone 'Lots Plus School Plus School <br /> On Site Collection 88,126 93,120 93,120 88,120 <br /> System <br /> Outfall to the 0 0 0 15,000 15,000 <br /> Treatment Plant <br /> Treatment Plant 35,500 48,000 84,000 57,000 <br /> Engineering 13,500 13,500 13,500 13,500 <br /> Contingencies 10,000 10,000 10,000 10,000 <br />